• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 1998년도 추계학술대회 논문집
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• pp.279-286
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• 1998

Fatigue crack propagation behavior for variable load in high strength aluminum alloys was investigated in this study. The materials used in this study are aluminum 7075-T651 and 5052-H32 alloys. Crack length was measured from calibration curve, which was plotted by known crack length and resistance of standard specimens. Load was obtained from linear regression formula. Unloading elastic compliance method was ap;ied to check the crack closure and cracked area.

• 한국안전학회지
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• 제28권2호
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• pp.1-5
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• 2013

Liquefied Natural Gas is liquefied at the condition of atmosphere pressure and cryogenic temperature. LNG is exposed very long time under the cryogenic temperature and high pressure, and it is very important to retain the structural safety in this envelopment. Until now, the material which are composing the storage tank of LNG ship has experimented at room temperature, so it is not enough to apply for the design at the cryogenic temperature. The purposes of this study are investigated mechanical properties for aluminum alloy. To evaluate tensile and fatigue test for aluminum alloy, it was considering static and fatigue conditions at room and cryogenic temperature. S-N curves were designed at both temperature respectively. Also, P-S-N curve was performed statistical method by JSME-S002.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2004년도 춘계 학술발표대회 개요집
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• pp.255-257
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• 2004

This report presents S-N testing results of the butt and T-joint weldment which are produced by single sided welding with cenramic backing material. The specimen is designed in accordance with JISZ 3103 aid the test is peformed by the JSME S002. The nominal and hot spot stress based design S-N curves derived from fatigue tests are compared with the BS design curve. For butt and T-joint, it can be known that the double-sided butt welding process could be replaced by the single sided butt welding.

• 대한토목학회논문집
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• 제6권1호
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• pp.1-11
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• 1986

강구조물(鋼構造物)의 girder중(中) 중요형식(重要形式)인 판항(板桁)에서 덮개판(板) 및 수직보강재(垂直補剛材)와 판항(板桁)이나 상자항(箱子桁)의 격점부(格點部)에 사용도는 연결판(連結板) 등의 용접연결부(鎔接連結部)를 포함하는 실물(實物)을 modeling하여 직접 피로시험(疲勞試驗)을 행하지 않고서도 계산에 의하여 S-N 선도(線圖)를 그려서 피로강도(疲勞强度)를 추정(推定)할 수 있는 계산식 및 program을 정립하였다. 또, 실물시험편(實物試驗片)에 대한 피로시험(疲勞試驗)을 행하여 계산에 의한 S-N 선도상(線圖上)에 plot하여 서로 비교 검토하였다. 이로써 다음과 같은 결과를 얻었다. 계산에 의한 피로강도(疲勞强度)가 실험(實驗)에 의한 실제 피로강도(疲勞强度)보다 다소 낮게 나타났다. 계산에 의한 방법은 초기균열(初忌龜裂) $a_i$가 발생한 다음부터 파단시(破斷時)까지의 피로수명(疲勞壽命) $N_p$에 대한 것임에 비해 실험(實驗)에 의한 것은 초기균열(初忌龜裂) $a_i$의 발생수명(發生壽命) $N_c$까지를 포함한 총(總) 피로수명(疲勞壽命) $N=N_c+N_p$에 대한 것이므로 오히려 당연한 결과라 생각된다. 그 차이가 그다지 크지 않으며, 구조물(構造物)의 안전성(安全性)을 생각할 때 계산(計算)에 의한 결과가 안전측(安全側)에 해당하므로 실제 구조물(構造物)의 피로설계(疲勞設計) 시(時) 그대로 적용하여도 무방할 것으로 생각된다. 참고로 저강도강(低强度鋼)인 SS 41 시험편(試驗片)을 각 경우 3개씩 제작하여 같은 피로시험(疲勞試驗)을 행하여 비교해 보았다. 덮개판(板)의 경우 시험최대응력(試驗最大應力) $14kg/mm^2$ 정도 이상(以上)에서 서서히, 수직보강재(垂直補剛材)의 경우 실험최대응력(實驗最大應力) $31kg/mm^2$ 정도 이하(以下)에서 급격(急激)히, 고강도강(高强度鋼)인 SWS 50 시험편(試驗片)의 경우보다 피로강도(疲勞强度)가 더 커진 경향을 나타내고 있다. 이는 저강도강(低强度鋼)에서 피로강도(疲勞强度)가 낮을 것이라는 상식적(常識的)인 기대와는 다른 특징(特徵)이지만 시험편(試驗片) 3개씩만의 결과이므로 확정적(確定的)인 결론이라고 단언(斷言)할 수는 없겠으며, 앞으로 더 많은 실험(實驗)을 행하여 확인해 보아야 할 것이라 생각된다.

• 한국해양공학회지
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• 제3권2호
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• pp.125-137
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• 1989

To check technical improvement in the soundness and strength of 12% Cr steel rotor, a 25 tons of rotor with 65 tons of ingot was made in real size and was cut to pieces to take test samples, and the various mechanical tests such as impact, tensile, creep, and fatigue were carried out. The strengths are compared with those of 1% Cr-Mo-V rotor of same size. Microstructures of the samples are examined and reviewed. The results can be summarized as follows. 1) Fracture appearance transition temperatures are 80.deg. C at the center part and 60.deg. C near surface of 12% Cr rotor, and 8.deg. C near surface of 1% Cr-Mo-V rotor. 2) Comparative rapid softening occurs at higher temperatures above 600.deg. C for 12% Cr steel and 550.deg. C for 1% Cr-Mo-V steel in tension tests. 3) Fatigue crack propagation rate of 12% Cr steel is almost same as that of 1% Cr-Mo-V steel at the same corresponding surface part of the rotors. The crack growth rate of center part of 12% Cr rotor is faster than near surface part of the rotor, and the crack growth rate at the load condition of R=0.04 is slower than that of the load condition of R=0.5 for both 12% Cr steel and 1% Cr-Mo-V steel. 4) Crack growth rate of radial direction near surface of 12% Cr rotor is faster than that of transverse direction at the same part because of the difference in residual stresses. 5) Both creep and fatigue strengths of 12% Cr steel are superior to those of 1% Cr-Mo-V steel and the difference is thought the effect of climb and glide controlled creep by solid solution of alloying elements and dispersion of carbides.

• 한국해양공학회지
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• 제3권2호
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• pp.625-625
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• 1989

To check technical improvement in the soundness and strength of 12% Cr steel rotor, a 25 tons of rotor with 65 tons of ingot was made in real size and was cut to pieces to take test samples, and the various mechanical tests such as impact, tensile, creep, and fatigue were carried out. The strengths are compared with those of 1% Cr-Mo-V rotor of same size. Microstructures of the samples are examined and reviewed. The results can be summarized as follows. 1) Fracture appearance transition temperatures are 80.deg. C at the center part and 60.deg. C near surface of 12% Cr rotor, and 8.deg. C near surface of 1% Cr-Mo-V rotor. 2) Comparative rapid softening occurs at higher temperatures above 600.deg. C for 12% Cr steel and 550.deg. C for 1% Cr-Mo-V steel in tension tests. 3) Fatigue crack propagation rate of 12% Cr steel is almost same as that of 1% Cr-Mo-V steel at the same corresponding surface part of the rotors. The crack growth rate of center part of 12% Cr rotor is faster than near surface part of the rotor, and the crack growth rate at the load condition of R=0.04 is slower than that of the load condition of R=0.5 for both 12% Cr steel and 1% Cr-Mo-V steel. 4) Crack growth rate of radial direction near surface of 12% Cr rotor is faster than that of transverse direction at the same part because of the difference in residual stresses. 5) Both creep and fatigue strengths of 12% Cr steel are superior to those of 1% Cr-Mo-V steel and the difference is thought the effect of climb and glide controlled creep by solid solution of alloying elements and dispersion of carbides.

• 대한토목학회논문집
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• 제30권1A호
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• pp.71-80
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• 2010

교량 바닥판은 차량하중 및 환경 등의 영향을 직접 받는 부재여서 열화손상에 취약하므로 이에 대한 적절한 보수 및 보강이 필요하다. 그러므로 교량 바닥판의 유지관리를 최소화하고 교량의 설계수명까지의 공용을 위해서는 현재의 바닥판 성능을 개선한 고강도, 고내구성의 바닥판 개발이 필요하다. 따라서 본 연구에서는 기존의 철근콘크리트 바닥판의 문제점을 보완하여 새롭게 개발된 강-콘크리트 합성바닥판의 피로성능을 평가하기 위하여 정적실험을 실시하고, 이를 토대로 피로하중을 선정하고 일정진폭 반복하중 하에서 피로실험을 실시하였다. 이로부터 합성바닥판의 주요 구조상세의 S-N 곡선을 작성하고, 이를 피로설계기준과 비교, 평가하여 피로거동 특성을 규명하고 피로설계지침을 제시하였다. 그 결과 본 연구에서 제안된 합성바닥판의 각 구조상세인 절곡강판 상부플랜지 및 절곡강판 중간부, 전단연결재 및 절곡강판 하부플랜지는 모두 충분한 피로강도를 확보하고 있는 것을 알 수 있었다.

• 대한기계학회논문집A
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• 제29권7호
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• pp.930-937
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• 2005

One of the useful technology for light-weightening of components required in the automobile and machine industry is to use of high strength materials. To improve material properties, carbonizing treatment, nitrifying treatment, and shot-peening method are representatively applied, However, the shot-peening method is generally used to remove the surface defect of steel and to improve the fatigue strength on surface. Benefits by shot peening are to make increase resistance against fatigue, stress corrosion cracking, fretting, galling, erosion and closing of pores. In this paper, investigated the effect of shot peening on the corrosion of SUP-9 steel immersed in $3.5\%$ NaCl solution and corrosion characteristics by the heat treatment during shot peening process. The immersion test was performed on the four kinds of specimens. Corrosion potential, polarization curve, residual stress and etc. were investigated from the experimental results.

• Structural Engineering and Mechanics
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• 제65권2호
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• pp.183-190
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• 2018

The prestressed concrete (PSC) technology that was first developed by Freyssinet has significantly improved over the past century in terms of materials and structural design in order to build longer, slender, and more economic structures. The application of prestressing method in structures, which is determined by the pre-tension or post-tension processes, is also affected by the surrounding conditions such as the construction site, workforce skills, and local transportation regulations. This study proposes a prestressed concrete girder design based on a hybrid segment concept. The adopted approach combines both pre-tension and post-tension methods along a simple span bridge girder. The girder was designed using newly developed 2400 MPa PS strands and 60 MPa high-strength concrete. The new concept and high strength materials allowed longer span, lower girder depth, less materials, and slender design without affecting the lateral stability of the girder. In order to validate the applicability of the proposed hybrid prestressed segments girder, a full-scale 35 m girder was fabricated, and experimental tests were performed under various fatigue and static loading conditions. The experimental results confirmed the feasibility of the proposed long-span girder as its performance meets the railway girder standards. In addition, the comparison between the measured load-displacement curve and the simulation results indicate that simulation analysis can predict the behavior of hybrid segments girders.

• 한국방재학회 논문집
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• 제9권5호
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• pp.15-21
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• 2009

AASHTO LRFD 설계 기준에 따른 합성형 교량 전단연결재 설계는 주로 강도보다는 피로에 의해 지배되는 것으로 알려져 있다. 이 피로 설계는 1966년 Slutter와 Fisher의 연구에 근거하고 있다. 당시의 시험은 1면으로 수행되었기 때문에 편심이 작용하였고, 이로 인하여 전단연결재에 별도의 인장력이 가해지게 되어 피로 강도가 감소되는 결과를 낳은 것으로 보인다. 또한, 피로 S-N 곡선은 응력변동폭과 하중반복 횟수 각각의 로그 스케일에 대하여 선형 관계를 보이는 것으로 Fisher에 의해 후에 밝혀졌으나, 전단연결재의 경우에 대해서만은 아직도 응력변동폭에 로그를 취하지 않고 있다. 이 연구는 현재 미국, 영국, 유럽, 일본에서 사용 중인 피로 설계 곡선을 비교 검토한 결과 미국 설계 기준이 비교적 보수적인 설계를 하고 있음을 확인하였다. 나아가, 당시의 실험 세팅과 데이터를 재분석하고 최근까지 전 세계에 공개된 피로 실험 데이터를 수집하여 분석 비교하고, 이를 바탕으로 적절한 설계식을 추천하고자 한다.